Daniel Moye's Technical Writings

Engineering Geology for the Snowy Mountains Scheme

The valley walls forming the abutments, however, are usually weathered
to an important degree. The principal matters for investigation
at these sites, therefore, are the nature and extent of the weathering
in the abutments, and the structural soundness and water-tightness
of the rock under the main foundations and abutments. Considerable
investigation may also be required for spillways and river
diversion works. Examples of some dam sites are given below.

Guthega Dam

.—
Guthega Dam on the upper Snowy River was
built in 1952-55. It is a concrete gravity structure, 110 feet in
height from foundations to road level, with an overflow spillway
(Figs.
3 and
8).

The rock at the site is grey biotite granite, with a distinctly
gneissic structure. The rock was practically fresh in the river bed,
but extensively weathered in both abutments to depths of 60 to
80 feet. The granite was intersected by many joints, the most
numerous and persistent crossing the river at right angles and
dipping steeply upstream. Weathering first penetrates along the
joints, and then attacks the blocks which they enclose. In broad
outline the excavation required for the dam foundations was
governed by the degree of weathering of the granite; in detail it
followed the jointing of the granite
(Fig. 8). The irregularities
produced by the excavation following the jointing provided a very
good key for the base of the dam. For the spillway section of the
dam, excavation was carried down to fresh granite. All weathered
granite and loose rock were removed. Occasional thin weathered
seams occurred along joints dipping below otherwise sound granite.
These seams were cleaned out as far as possible and backfilled.

Fig. 8.—Guthega Dam, Foundation Excavation, Right Bank.

For the abutments, excavation was not carried so deeply, the
foundations being granite in which joint blocks are slightly or
moderately weathered. In the left abutment there is a nearly
vertical fault striking parallel to the river. Near the surface there
was about 8 feet of crushed rock and clay along the fault zone.
This narrowed with depth, and at foundation level it was about
3 feet wide and composed of very compact water-tight crushed
granite with some clay, and required no special treatment.

Tumut Pond Dam Site.

—Tumut Pond Dam site is situated on
the Tumut River south of Cabramurra. The dam is a major unit of
T.1 Project now under construction. It will be a concrete arch
structure 285 feet in height above the river bed with a side channel
spillway. The dam site is a V-shaped gorge in granite (Figs. 9 and
10). Outcrops are extensive at the lower levels of both banks,
with bare rock scoured by floods rising steeply from the water's edge.